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SEDCAD 4 for Windows <br />r ,rinhf loon -9nn7 P-10 I Crh�.,nh <br />Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />Velocity <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />(fps) <br />2.0:1 2.0:1 17.0 0.0300 <br />0.30 <br />5.0 <br />Erodible Channel Results: <br />Structure #85 )Yonerodible Channel) <br />D5E -47 <br />Triangular Nonerodible Channel Inputs: <br />• <br />Material: Shotcrete <br />Left Right <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.31 cfs <br />Depth: <br />0.19 ft 0.49 ft <br />Top Width: <br />0.78 ft 1.98 ft <br />Velocity: <br />4.03 fps <br />X- Section Area: <br />0.08 sq ft <br />Hydraulic Radius: <br />0.087 ft <br />Froude Number: <br />2.27 <br />Structure #85 )Yonerodible Channel) <br />D5E -47 <br />Triangular Nonerodible Channel Inputs: <br />• <br />Material: Shotcrete <br />Left Right <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />2.0:1 2.0:1 1.0 0.0170 <br />0.30 <br />Nonerodible Channel Results: <br />Structure #84 (Erodible Channel <br />D5E -52 <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />2.15 cfs <br />Depth: <br />0.56 ft 0.86 ft <br />Top Width: <br />2.23 ft 3.43 ft <br />Velocity: <br />3.47 fps <br />X- Section Area: <br />0.62 sq ft <br />Hydraulic Radius: <br />0.249 ft <br />Froude Number: <br />1.16 <br />Structure #84 (Erodible Channel <br />D5E -52 <br />Triangular Erodible Channel Inputs: <br />Material: Graded silts to cobbles when colloidal <br />Filename: MB -5E Sediment run.sc4 <br />Printed 10 -01 -2010 <br />